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重庆江北嘴金融城号连廊钢结构减振设计
引用本文:黄嘉,汤启明,刘文君,黄燕平,赵彦海.重庆江北嘴金融城号连廊钢结构减振设计[J].重庆建筑,2012,11(10):23-26.
作者姓名:黄嘉  汤启明  刘文君  黄燕平  赵彦海
作者单位:1. 重庆市设计院,重庆,400015
2. 隔而固(青岛)振动控制有限公司,山东青岛,266108
摘    要:大跨度连廊结构一般固有频率较低、内部阻尼较小,在受到风力或人群同步激振时,容易激发共振而影响人行舒适度,严重时可能造成无法使用或破坏。采用调谐质量阻尼器(TMD),可有效地增加结构的系统阻尼,控制结构的振幅。该文通过重庆江北嘴金融城2号钢连廊TMD设计的工程案例,介绍了调谐质量阻尼器TMD的原理及其在大跨人行廊桥上的应用。

关 键 词:调谐质量阻尼器  减振  大跨度结构

Anti-vibration Design of No.2 Steel Gallery Structure of the Financial Center in Jiangbei District,Chongqing
Abstract:Large-span gallery structure usually has the features of low natural frequency and small internal damping and easily excites resonance to reduce pedestrian comfort and even cannot work out of destruction when under the pressure of wind force or crowd synchronous vibration.TMD adopted can effectively increases system damping so as to reduce the amplitude of the structure.Based on the case of No.2 steel gallery structure designed by TMD of Financial Center in Jiangbei district,Chongqing,the working principle of TMD and its application in large-span pedestrian bridge are introduced.
Keywords:tuned mass damper  anti-vibration  large-span structure
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